ETABS 1 1.1 1.2 ETABS EXCEL 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 2.1 2.2 2.3 2.4 2.5 3 1
3.1 3.2 4 4.1 4.2 4.3 5 5.1 5.2 6 6.1 6.2 6.3 6.4 2
1 1.1 ETABS DXF EXCEL E2K SAP2000 S2K DXF DXF ETABS No.edb default.edb 1-1 1-1 3
1.2 ETABS EXCEL ETABS Microsoft Office ETABS Microsoft Office ETABS Microsoft Office 1.2.1 ETABS MICROSOFT OFFICE EXCEL ETABS ETABS > > > > > 1-2 1-2 ID Spacing EXCEL ETABS MS Word 4
Ctrl+C Ctrl+V > EXCEL ETABS 1.2.2 ETABS EXCEL ETABS EXCEL( Office ) ETABS > EXCEL ETABS > EXCEL ETABS 1.3 shift Enter 1.4 ETABS Similar Stories > 1-3 5
1-3 1.5 ETABS > > 1-4 1-4 1-4 Spandrel 1-5 6
1-4 Depth above Depth below > / > 1.6 > / 1-5 ETABS Import I/Wide Flange Chinese.pro None, 7
1-5 Import I/Wide Flange Add SD Section SD Section Designer Section Designer > > SD 1-6 8
1-6 SD 1.7 ETABS 1-7 DECK1 PLANK1 SLAB1 WALL1 NONE DECK1 PLANK1 SLAB1 WALL1 9
1-7 / DECK 1-7 Add New Deck PLANK SLAB Add New Slab Deck, Slab, Wall PLANK SLAB 1-8 1-8 / 10
ETABS (shell) (membrane) (plate) 1-8 / ETABS ETABS SAP ETABS 8.3.4 1.8 > / > 1.9 ETABS 1-9 0 11
1-9 12
2. 2.1 GB 50009-2001 JGJ 3-2002 > 2002 2-1 2-1 2002 2-1 2.1.1 GB 50009-2001 7.2.1 z β z 13
2002 2-2 2002 B Us 2-2 2002 14
ϕ Z T 1 2.1.2 ETABS GB 50009-2001 JGJ 3-2002 ETABS > > / > 15
2-3 2.2 2002 GB50011-2001 2002 2.2.1 GB50011-2001 5.1.5 16
(0.45 + T(10η 2 4.5)) α η2α max γ α = Tg η2α max T γ [ η2 0.2 η1( T 5Tg )] α max max when 0 T 0.1s when 0.1s < T T when T g when 5T < T 5T g g g < T 6.0s γ 0.05 ζ 0.9 + 0.5 + 5ζ = (GB50011-2001 5.1.5-1) η =.02 + (0.05 ζ ) / 8 ( η 0) (GB50011-2001 5.1.5-2) 1 0 1 0.05 ζ η 2 = 1+ ( η2 0.55) (GB50011-2001 5.1.5-3) 0.06 + 1.7ζ ETABS 2002 > 2002 2-4 > 2-4 2-4 2002 2-5 17
2-4 / 2-5 2-5 2002 18
2-6 2-6 2.2.2 1 19
GB50011-2001 FEk α1g eq = (GB50011-2001 5.2.1-1) F i = n j= 1 G H i G j i H j F Ek (1 δ ) n (GB50011-2001 5.2.1-2) F = δ F (GB50011-2001 5.2.1-2) n n Ek > 2002 2-7 2-7 2-7 2002 2-8 2002 20
2-8 2002 X Y Z 0.05 AlphaMax GB50011-2001 5.1.4-1,SI GB50011-2001 Tg 21
GB50011-2001 5.1.4-2 PTDF 0.6~0.7 0.7~0.8-0.8~0.9 2) GB50011-2001 5.1.1-4 8 9 9 F Evk = α G (GB50011-2001 5.3.1-1) vmax eq G = 0. 75 eq G E α max = 0. 65α v max F vi = n j= 1 G H i G j i H j (GB50011-2001 5.3.1-2) 1.5 2 Z 22
2.2.3 GB50011-2001 5.2.2 SRSS S = m j 2 S j (GB50011-2001 5.2.2-3) CQC m S = ρ S S (GB50011-2001 5.2.3-5) j m k jk j k 8ζ ζ (1 + λ ) λ 1.5 j k T T ρ jk 2 2 2 (1 λt ) + 4ζ jζ k (1 + λt ) = (GB50011-2001 5.2.3-6) λ T GB50011-2001 5.1.1-3 5.2.3 2 2 2 2 S = max( S + (0.85S ), S + (0.85S ) ) (GB50011-2001 5.2.3-7,8) x y y x > 2-9 23
2-9 2-9 2-10 2-9 / 2-6 2-10 24
CQC SRSS ABS GMC U1 U2 ABS SRSS SRSS U1 U2 Uz 9.8 9800 CQC 0.05 2.3 GB 50009-2001 4.1.2 JGJ 3-2002 25
2-1 1 2~3 4~5 6~8 9~20 >20 RLLF 1.00 0.85 0.70 0.65 0.60 0.55 ETABS > > 2-11 2-11 26
GB50009-2001 4.1.2 1 2 2-12 2-13 27
2-13 UBC 97 2.4 GB50011-2001 5.1.3 2-2 2-2 0.5 0.5 28
1.0 0.8 0.5 0.3 ETABS > 2-14 2-14 29
2.5 2002 (3 of GB 50009-2001) 5.4 of GB 50011-2001 (5.6 of JGJ 3-2002) JGJ99-98 ETABS 1.35DL + 0. 98LL (1) 1.2DL + 1. 4LL (2) 1.0DL + 1. 4LL (3) 1.2DL ± 1. 4WL (4) 1.0DL ± 1. 4WL (5) 1.2DL + 1.4LL ± 0. 84WL (6) 1.0DL + 1.4LL ± 0. 84WL (7) 1.2DL + 0.98LL ± 1. 4WL (8) 1.0DL + 0.98LL ± 1. 4WL (9) 1.2DL +γ 1.2LL ± 1.3E L ± 0. E L (10) EG h 5 v 1.0DL + γ 1.0LL ± 1.3E L ± 0. E L (11) EG h 5 v 1.2DL + γ 1.2LL ± 0.28WL ± 1.3E L ± 0. E L (12) EG h 5 v 30
1.0DL + γ 1.0LL ± 0.28WL ± 1.3E L ± 0. E L (13) EG h 5 v 1.2DL + γ 1.2LL ± 1. E L (14) EG 3 v 1.0DL + γ 1.0LL ± 1. E L (15) EG 3 v DL + LL ± WL (16) DL + LL ± E L E L (17) v ± h DL + LL ± WL ± E L E L (18) v ± h DL LL WL E h L E v L γ EG (GB50011-2001) 5.1.1-4 8 9 9 ETABS SI 9 ETABS (1-10) (1-15) E v L > > 2-15 / 31
2-15 32
3. 3.1 1) JGJ 3-2002 5.2.2 1.3~2.0 1.5 2.0 > / > 3-1 3-1 / 2) JGJ 3-2002 5.2.1 0.5 3-2 0.7 > / > 33
3-2 / 3.2 1) JGJ 3-2002 5.2.3 0.7~0.8 0.8~0.9 0.85 2) JGJ 3-2002 5.2.3 50% 34
4. 4.1 > 4-1 4-1 P, 4.2 ETABS > 4-2 35
4.1.1 1) GB50011-2001 5.1.3 2) 4-2 GB50011-2001 5.1.3 4-2 1.0 0.5 g 3) 0.5 36
4.1.2 4-3 DEAD 1.0 DEAD 0 4-3 4.3 4.3.1 JGJ 3-2002 4.3.5 Tt T1 A 0.9 B 0.85 ETABS > > 37
4.3.2 JGJ3-2002 5.4.4 ETABS > 4-4 4-4 4.3.3 GB50011-2002 JGJ 3-2002 5.1.14 3.4.3 1.15 ETABS 1.15 > story stiffness 38
4.3.4 > OK Summation 4.3.4 GB50011-2001 5.2.5 5.2.5 ETABS,, > 4-5 4-5 4.3.5 GB50011-2001 6.2.13-1 JGJ 3-2002 5.1.14 39
ETABS > 4.3.6 JGJ 3-2002 10.2.7 4.1 4.1 N 10 N > 10 c c N story < 3 V c = 0.02V 0 V cf = 0.2V0 N story 3 V c = 0.03V 0 V cf = 0.3V 0 N story N c V c V cf V 0 > 4-6 40
5. ETABS 5.1 5.1.1 ETABS ETABS Super I, I, II, III IV > > 5.1.2 γ RE GB50011 GB50011-2001 5.4.2 5.1 5.1 γ RE 0.75 0.15 0.75 0.15 0.80 0.85 0.85 ETABS 41
5.1.3 JGJ 3-2002 10.2.6 1.8 1.5 1.25 5.1.4 1) 0.7~0.8 0.8~0.9 JGJ 3-2002 5.2.3 0.85 2) 50% JGJ 3-2002 5.2.3 5.1.5 9 ETABS 1 10% 2 5.2 5.2.1 γ RE ETABS 5.2 GB50011 5.4.2 42
5.2 GB50011 5.4.2 γ RE 0.75 0.80 0.85 0.90 5-1 5-1 5.2.2 JGJ99-98 6.1.7 1.5 JGJ99-98 6.3.7 1.5 GB50011 8.2.3 6 1.5 ETABS 43
44
6. 6.1 > Building Modes Center Mass Rigidity Diaphragm CM Displacements, Diaphragm Drifts ETABS X Y Drift Modal Load Participation Ratios, Modal Participation Mass Ratio, Modal Participation Factors, Point Displacements, Shear/Gravity Ratios, Story Drifts X Y Story Shears Story Stiffness, 45
Tributary Areas And RLLF Support Reactions 6.2 ETABS / > > > 1 / 2 / / ETABS / 3 summation ETABS 4 / ( ) 46
6.3 O/S 6-1 6-1 6.4 1.0 6-2 47
6-2 48